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SH 115 SHARP CO. over MILL CREEK

Map

Coordinates:
+36.01226, -91.39842
36°00'44" N, 91°23'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 115 SHARP CO. over MILL CREEK
Structure number:000000000003681
Location:6.11 Mi W Lawrence Co
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:830 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:72.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201672.1GoodGoodGoodGood-830
February 201472.1GoodGoodGoodGood-830
February 201272.1GoodGoodGoodGood-790
February 201059.2GoodGoodGoodGood-790
March 200859.2GoodGoodGoodGood-830
February 200659.2GoodGoodGoodGood-840
January 200458.9GoodGoodGoodGood-980
February 200265.1GoodGoodGoodGood-720
March 200065.1GoodGoodGoodGood-720
January 199865.1FairGoodSatisfactoryGood-720
March 199666.3FairGoodSatisfactoryGood-320
February 199466.3FairGoodSatisfactoryGood-320
February 199272.4FairGoodSatisfactoryGood-401